CN111062084A - Municipal bridge engineering construction supervision system - Google Patents
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- CN111062084A CN111062084A CN201911389929.7A CN201911389929A CN111062084A CN 111062084 A CN111062084 A CN 111062084A CN 201911389929 A CN201911389929 A CN 201911389929A CN 111062084 A CN111062084 A CN 111062084A
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Abstract
The invention relates to the technical field of bridge construction supervision, and aims to provide a system for municipal bridge engineering construction supervision, which comprises a database and a data acquisition module, wherein the database is electrically connected with a background, the background acquires data stored in the database, the background optimizes and formulates a construction drawing deepened design model of a bridge by combining a bridge design drawing and a construction scheme, and the acquired data is used for modifying and optimizing the construction drawing deepened design model; the background decomposes each construction link of bridge construction into each sub-working part, determines the flow and logic relation of each sub-working part according to the working content, and formulates a preliminary working state model; and the background associates the preliminary working state model with the optimized construction drawing deepened design model to generate a visual working scenario simulation model, performs visual working scenario simulation on the bridge construction process, acquires a simulation result and stores the simulation result in the database. The invention has the effects of timely monitoring and efficiently managing construction data.
Description
Technical Field
The invention relates to the technical field of bridge construction supervision, in particular to a municipal bridge engineering construction supervision system.
Background
At present, bridges are used as components of traffic systems, and play an important role in the development and evolution of human civilization. With the development of modern technology and the increasing demand for transportation, bridges are more and more appearing in the visual field of people. The bridge has the cost of hundreds of millions or even billions of yuan, and has important strategic significance in the aspects of traffic, military affairs, social life and the like.
The bridge comprises a bridge span structure, a support system, piers, abutment platforms, a foundation, bridge deck pavement, a drainage system, railings, expansion joints, lamplight illumination and the like. In the construction process of the bridge, the process control is required to be carried out on the bridge engineering according to the monitoring key points, and the structure is ensured to have enough bearing capacity and maintain proper safety degree within the service life under various natural conditions and load.
The existing municipal bridge engineering construction supervision system monitors various construction data and transmits the construction data to a central database for storage, so that managers or customers can check and accept the construction data, and the construction quality of a bridge is guaranteed.
The above prior art solutions have the following drawbacks: the existing municipal bridge engineering construction supervision system is difficult to monitor and efficiently manage construction data in time, further influences the supervision system to track, correct and calculate by utilizing collected data, cannot give elevation and internal force control data of each subsequent construction stage in time, and is difficult to guide the engineering construction of the bridge and control the construction process.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a municipal bridge engineering construction supervision system which has the effects of monitoring construction data in time and efficiently managing, ensuring that the supervision system carries out tracking correction calculation by utilizing collected data, giving elevation and internal force control data of each subsequent construction stage in time, guiding the engineering construction of a bridge and controlling the construction process.
The above object of the present invention is achieved by the following technical solutions:
a system for supervising construction of municipal bridge engineering comprises a database and a data acquisition module for acquiring data of each construction process of a bridge, wherein the data of the data acquisition module is written into the database which is electrically connected with a background,
the background acquires the data stored in the database;
the background is combined with a bridge design drawing and a construction scheme, a construction drawing deepening design model of the bridge is optimized and formulated, and the acquired data is used for correcting and optimizing the construction drawing deepening design model;
the background decomposes each construction link of bridge construction into each sub-working part, lists the working content of each sub-working part respectively, determines the flow and logic relation of each sub-working part according to the working content, and formulates a preliminary working state model;
the background associates the preliminary working state model with the optimized construction drawing deepened design model to generate a visual working scene simulation model;
and the background carries out visual work scene simulation on the bridge construction process based on the visual work scene simulation model, acquires a simulation result and stores the simulation result in the database.
By adopting the technical scheme, the data acquisition module acquires data of each construction process of the bridge, and the data in the data acquisition module is written into the database for storage; the background calls and acquires data stored in the database, optimizes and formulates a construction drawing deepening design model of the bridge by combining a bridge design drawing and a construction scheme, and corrects and optimizes the construction drawing deepening design model by using the acquired data; the background decomposes each construction link of bridge construction into each sub-working part, lists the working content of each sub-working part respectively, determines the flow and logic relation of each sub-working part according to the working content, and formulates a preliminary working state model; the background associates the preliminary working state model with the optimized construction drawing deep design model to generate a visual working scene simulation model; the background carries out visual work scene simulation on the bridge construction process based on the visual work scene simulation model, obtains a simulation result and stores the simulation result in a database for a manager or a client to check and accept; and then municipal bridge engineering construction supervision system has the function to construction data in time monitoring and high-efficient management, guarantees that supervision system utilizes the data of gathering to follow the tracks and revises calculation, in time gives the elevation and the internal force control data of each follow-up construction stage to the engineering construction of bridge is guided and the work progress is controlled.
The present invention in a preferred example may be further configured to: and presetting a simulation result value in the background, comparing the result of the visual work scene simulation with the preset simulation result value, and controlling the background to alarm when the result is inconsistent with the preset simulation result value.
By adopting the technical scheme, the visual work scene simulation model carries out visual work scene simulation on the bridge construction process and obtains a simulation result to be stored in the database; the background acquires the result of the visual work scene simulation and compares the result with a preset simulation result value to assist in judging abnormal conditions existing in the bridge construction process, the background is controlled to give an alarm when the abnormal conditions are inconsistent, supervision personnel are reminded to track and correct data in the construction stage in time, and the effect of guiding the engineering construction of the bridge and controlling the construction process is achieved.
The present invention in a preferred example may be further configured to: before the construction drawing deepened design model is re-optimized, the background combines with a quality inspection evaluation standard, a construction technical specification and an instruction file, and re-optimizes the generated construction drawing deepened design model through the acquired real-time data.
By adopting the technical scheme, the background is combined with the quality inspection evaluation standard, the construction technical specification and the instruction file, and the generated construction drawing deepened design model is re-optimized by utilizing real-time data, so that the construction drawing deepened design model is more in line with the construction standard of an actual bridge, and the system for municipal bridge engineering construction supervision is favorable for making more reasonable data analysis and assisting bridge construction.
The present invention in a preferred example may be further configured to: and the background acquires simulation data, calculates by combining with the construction drawing deepening design model to obtain a theoretical data value, compares the theoretical data value with the data acquired by the data acquisition module, and corrects and optimizes the construction drawing deepening design model when the difference value between the theoretical data and the acquired data exceeds 0.5 until the difference value between the theoretical data and the acquired data is less than or equal to 0.5.
By adopting the technical scheme, the background acquires simulation data, theoretical data values are obtained by combining calculation of the construction drawing deepening design model, and the theoretical data values are compared with data acquired by the data acquisition module to test the simulation effect of the construction drawing deepening design model; and when the difference value between the theoretical data and the acquired data exceeds 0.5, correcting and optimizing the construction drawing deepening design model until the difference value between the theoretical data and the acquired data is less than or equal to 0.5 so as to ensure that the simulation effect of the construction drawing deepening design model is in a better state.
The present invention in a preferred example may be further configured to: and the data stored in the database is stored in a key value form, and the database performs correlation operation on the stored data and deletes the key values which have correlation mutually.
By adopting the technical scheme, the database performs relevance operation on the stored data and deletes the key values which have relevance with each other, so that the storage space occupied by the data on the database is reduced, and a background can acquire the required data information more quickly.
The present invention in a preferred example may be further configured to: the content of the visual construction simulation comprises drilling grouting process simulation and open cut process simulation.
By adopting the technical scheme, the actual construction process of drilling grouting process simulation and open excavation process simulation is complex, visual construction simulation is carried out by means of a visual work scene simulation model, and the method is visual and vivid and plays a role in assisting supervision of bridge engineering construction.
The present invention in a preferred example may be further configured to: and displaying the simulation result of the visual work scene simulation model on the background.
By adopting the technical scheme, the manager checks the simulation result of the visual working scene simulation model by means of the background, so that the method is simple and clear, and is favorable for the manager to take measures in time to assist in monitoring the bridge engineering construction.
The present invention in a preferred example may be further configured to: the content that data acquisition module gathered includes protecting a position, protecting a internal diameter, protecting a planar roughness, protecting the gradient of a vertical line of a section of thick bamboo, protecting a height that exceeds ground, protecting a buried degree of depth, protecting a top surface elevation, the water level in the drilling, mud detected data, drilling depth, drilling aperture, steel reinforcement cage bottom elevation and steel reinforcement cage central point put.
Through adopting above-mentioned technical scheme, each process data of bridge engineering construction can obtain more comprehensive collection, is favorable to municipal bridge engineering construction to supervise with the system and carry out the better supervision to the bridge engineering to supplementary supervise the bridge engineering construction better.
In summary, the invention includes at least one of the following beneficial technical effects:
1. the system for municipal bridge engineering construction supervision is based on a visual working scene simulation model, can monitor and efficiently manage construction data in time, ensures that the supervision system performs tracking correction calculation by using collected data and provides elevation and internal force control data of each subsequent construction stage in time so as to guide the engineering construction of the bridge and control the construction process;
2. the simulation result value is preset in the background to assist in judging the abnormal condition existing in the bridge construction process, so that the effect of reminding supervisory personnel is achieved;
3. the background combines the quality inspection evaluation standard, the construction technical specification and the instruction file, utilizes the real-time data, controls the difference value of the theoretical data and the collected data within the range of less than or equal to 0.5, and re-optimizes the generated construction drawing deepened design model so as to enable the construction drawing deepened design model to better accord with the construction standard of the actual bridge;
4. the database performs relevance operation on the stored data to reduce the storage space occupied by the data on the database, and the background can acquire the required data information more quickly.
Drawings
FIG. 1 is a schematic structural view of a municipal bridge construction supervision system;
fig. 2 is a partially enlarged schematic view of a background visual work scenario simulation model.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, the system for monitoring municipal bridge engineering construction disclosed by the invention comprises a database and a data acquisition module for acquiring data of each construction process of a bridge, wherein the data of the data acquisition module is written into and stored in the database, and the database is electrically connected with a background.
The data acquisition module comprises online shared data table links arranged in a mobile phone of a field worker, and the input content of the online shared data table comprises a pile casing position, a pile casing inner diameter, the flatness of a pile casing plane, the inclination of a pile casing vertical line, the height of the pile casing above the ground, the length of the pile casing, the embedding depth of the pile casing, the elevation of the top surface of the pile casing, the water level in a drill hole, mud detection data, the drill hole depth, the drill hole aperture, the elevation of the bottom of a steel reinforcement cage and the central position of the steel reinforcement cage.
In the bridge construction process, field workers firstly carry out measurement work before construction, and the method comprises the following steps:
and the pile position is retested to ensure the accuracy of the drilling position.
And (4) rechecking the plane position of the pile casing, wherein the allowable error of the plane of the pile casing is 50mm, and the inclination of the vertical line is not more than 1%.
The diameter, the embedded depth, the central position, the inclination and the like of the pile casing are checked. The inner diameter of the protective cylinder is larger than the diameter of the drill bit, the rotary drilling machine is 20cm larger than the drill bit, the impact drilling machine is 40cm larger than the drill bit, and the inner diameter of the cylinder is preferably 200 mm and 400mm larger than the diameter of the pile.
The top surface of the pile casing is preferably 2m higher than the construction water level or the underground water level.
The height of the protective cylinder is preferably 0.3m higher than the ground or 1.0-2.0m higher than the water surface.
The depth of the embedded part of the casing is preferably 2-4m in general.
In the drilling process, the verticality of the drill rod is spot-checked, after the drilled piles reach the design depth, the geological condition of the first pile of each bearing platform is confirmed by design, and all the geological conditions are monitored and checked.
And (3) checking and accepting the hole depth, the hole diameter and the hole shape after the hole is formed by a field supervision engineer, wherein the hole diameter and the hole depth are not in the designed values, the hole pattern meets the design requirement, and the hole is measured by a measuring rope, a hole detector or a hole forming detector.
The allowable deviation of the center of the hole is 5cm, and the allowable deviation of the verticality is 1%.
The hole cleaning is checked before concrete pouring, generally measured by a measuring rope, the sediment thickness of a column pile is not more than 5cm, and the friction pile is not more than 20 cm. The mud after hole cleaning can reach the following indexes: no particles with the size of 2-3 mm are touched by hands.
And (5) checking blanking of the reinforcement cage, wherein the material of the reinforcement and the form of the tail end hook meet the design requirements. The allowable deviation of the steel bar blanking is detected by adopting a ruler, and the blanking error of the whole length of the stressed steel bar is +/-1 cm.
And in each construction process of the bridge, on-site constructors measure data contents required by the online shared data table and record the data contents in the online shared data table through a mobile phone terminal, and data of the online shared data table is written into and stored in the database in real time.
The data stored in the database are stored in a key value mode, the database carries out relevance operation on the stored data, and key values with relevance are deleted. If the length of the protective cylinder, the height of the protective cylinder above the ground and the embedding depth of the protective cylinder are three key values, the height of the protective cylinder above the ground can be obtained by the difference between the length of the protective cylinder and the embedding depth of the protective cylinder, namely, the correlation exists before the length of the protective cylinder, the height of the protective cylinder above the ground and the embedding depth of the protective cylinder, and the parameter values of the remaining key values can be obtained by randomly measuring two key values. Therefore, in the embodiment, the key value item of the 'casing length' and the corresponding parameter value thereof are deleted, so that the storage space occupied by the data to the database is reduced, the background is facilitated to reduce the searching workload, and the required data information is acquired more quickly.
Referring to fig. 2, the background retrieves data stored by the database.
And the background is combined with the bridge design drawing and the construction scheme to optimize and formulate a construction drawing deepening design model of the bridge, and the obtained data in the database is utilized to modify and optimize the construction drawing deepening design model according to quality inspection evaluation standards, construction technical specifications and instruction files.
And presetting simulation data in a background, calculating according to the construction drawing deepening design model to obtain a theoretical data value, comparing the theoretical data value with the same data in the database, and correcting and optimizing the construction drawing deepening design model when the difference value between the theoretical data and the compared data exceeds 0.5 until the difference value between the theoretical data and the compared data is less than or equal to 0.5.
The background decomposes each construction link of the bridge construction into each sub-working part, lists the working content of each sub-working part respectively, determines the flow and logic relation of each sub-working part according to the working content, and formulates a preliminary working state model.
And the background associates the preliminary working state model with the optimized construction drawing deepened design model to generate a visual working scene simulation model. The content of the visual construction simulation comprises drilling grouting process simulation and open cut process simulation.
And the background carries out visual work scene simulation on the bridge construction process based on the visual work scene simulation model, acquires a simulation result and stores the simulation result in the database.
And the background compares the result of the visual work scene simulation with the preset simulation result value according to the preset simulation result value, controls the background to alarm when the result is inconsistent, and simultaneously displays the result of the visual work scene simulation model on the background.
The implementation principle of the embodiment is as follows: in each construction process of the bridge, on-site constructors measure data contents required by the online shared data table and record the data contents in the online shared data table through a mobile phone terminal, data of the online shared data table are written into the database in real time and stored in the database, and the background acquires the data stored in the database.
And the background utilizes the acquired data to modify and optimize the construction drawing deepening design model until the difference value between the data obtained by calculation according to the construction drawing deepening design model and the same type of data stored in the database is less than or equal to 0.5.
And the background associates the preliminary working state model with the optimized construction drawing deepened design model to generate a visual working scenario simulation model, and performs visual working scenario simulation on the bridge construction process based on the visual working scenario simulation model.
And the background acquires the simulation result and stores the simulation result in the database, and managers or clients check and accept the data by means of the background.
The background compares the result of the visual work scene simulation with the preset simulation result value according to the preset simulation result value, and when the result of the visual work scene simulation is inconsistent with the preset simulation result value, the background alarms to assist in judging the abnormal conditions existing in the bridge construction process, so that the effect of reminding supervisory personnel to track and correct the data of the construction stage in time is achieved, and the effect of guiding the engineering construction of the bridge and controlling the construction process is achieved.
And then municipal bridge engineering construction supervision system has the function to construction data in time monitoring and high-efficient management, guarantees that supervision system utilizes the data of gathering to follow the tracks and revises calculation, in time gives the elevation and the internal force control data of each follow-up construction stage to the engineering construction of bridge is guided and the work progress is controlled.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (8)
1. The utility model provides a system for municipal bridge engineering construction supervision, includes database and the data acquisition module that is used for gathering each work progress data of bridge, data acquisition module's data is write in the database, database electric connection has backstage, its characterized in that:
the background acquires the data stored in the database;
the background is combined with a bridge design drawing and a construction scheme, a construction drawing deepening design model of the bridge is optimized and formulated, and the acquired data is used for correcting and optimizing the construction drawing deepening design model;
the background decomposes each construction link of bridge construction into each sub-working part, lists the working content of each sub-working part respectively, determines the flow and logic relation of each sub-working part according to the working content, and formulates a preliminary working state model;
the background associates the preliminary working state model with the optimized construction drawing deepened design model to generate a visual working scene simulation model;
and the background carries out visual work scene simulation on the bridge construction process based on the visual work scene simulation model, acquires a simulation result and stores the simulation result in the database.
2. The system of claim 1 for municipal bridge engineering construction supervision, wherein: and presetting a simulation result value in the background, comparing the result of the visual work scene simulation with the preset simulation result value, and controlling the background to alarm when the result is inconsistent with the preset simulation result value.
3. The system of claim 1 for municipal bridge engineering construction supervision, wherein: before the construction drawing deepened design model is re-optimized, the background combines with a quality inspection evaluation standard, a construction technical specification and an instruction file, and re-optimizes the generated construction drawing deepened design model through the acquired real-time data.
4. The system of claim 3 for municipal bridge engineering construction supervision, wherein: and the background acquires simulation data, calculates by combining with the construction drawing deepening design model to obtain a theoretical data value, compares the theoretical data value with the data acquired by the data acquisition module, and corrects and optimizes the construction drawing deepening design model when the difference value between the theoretical data and the acquired data exceeds 0.5 until the difference value between the theoretical data and the acquired data is less than or equal to 0.5.
5. The system of claim 1 for municipal bridge engineering construction supervision, wherein: and the data stored in the database is stored in a key value form, and the database performs correlation operation on the stored data and deletes the key values which have correlation mutually.
6. The system of claim 1 for municipal bridge engineering construction supervision, wherein: the content of the visual construction simulation comprises drilling grouting process simulation and open cut process simulation.
7. The system of claim 1 for municipal bridge engineering construction supervision, wherein: and displaying the simulation result of the visual work scene simulation model on the background.
8. The system of claim 1 for municipal bridge engineering construction supervision, wherein: the content that data acquisition module gathered includes protecting a position, protecting a internal diameter, protecting a planar roughness, protecting the gradient of a vertical line of a section of thick bamboo, protecting a height that exceeds ground, protecting a buried degree of depth, protecting a top surface elevation, the water level in the drilling, mud detected data, drilling depth, drilling aperture, steel reinforcement cage bottom elevation and steel reinforcement cage central point put.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113094800A (en) * | 2021-04-29 | 2021-07-09 | 广东明正项目管理有限公司 | Method and system for supervising engineering quality in municipal engineering supervision |
| CN117195339A (en) * | 2023-09-19 | 2023-12-08 | 北京梦诚科技有限公司 | Bridge construction state model construction method and device based on two-dimensional model |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102044127A (en) * | 2009-10-14 | 2011-05-04 | 中冶(北京)交通科技发展有限公司 | Early warning service management system based on remote expert service |
| CN106803149A (en) * | 2017-01-17 | 2017-06-06 | 中铁上海工程局集团有限公司 | Bridge construction information acquisition management method |
| CN106886848A (en) * | 2017-01-17 | 2017-06-23 | 中铁上海工程局集团有限公司 | Bridge construction information acquisition management system |
| CN106919644A (en) * | 2017-01-17 | 2017-07-04 | 中交第二航务工程局有限公司 | bridge construction real-time monitoring system |
| CN107167179A (en) * | 2017-05-18 | 2017-09-15 | 中铁大桥科学研究院有限公司 | One kind is based on visual bridge health monitoring system and method |
| JP2018053468A (en) * | 2016-09-27 | 2018-04-05 | 三谷セキサン株式会社 | Method and system for management of construction result of foundation piles |
| CN207424869U (en) * | 2017-12-06 | 2018-05-29 | 四川建筑职业技术学院 | A kind of bridge construction management system |
| CN108537463A (en) * | 2018-04-20 | 2018-09-14 | 中铁四局集团第三建设有限公司 | Cast-in-situ bridge support system construction monitoring system and method based on BIM |
| CN110008591A (en) * | 2019-04-04 | 2019-07-12 | 中国十七冶集团有限公司 | A kind of continuous rigid frame bridge construction management control method based on BIM |
| CN110245918A (en) * | 2019-06-15 | 2019-09-17 | 上海博联工程监理有限公司 | Project supervision monitoring and managing method and system based on BIM |
| CN110570329A (en) * | 2019-09-04 | 2019-12-13 | 四川智通路桥工程技术有限责任公司 | bridge construction overall process control and visual early warning system |
-
2019
- 2019-12-30 CN CN201911389929.7A patent/CN111062084A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102044127A (en) * | 2009-10-14 | 2011-05-04 | 中冶(北京)交通科技发展有限公司 | Early warning service management system based on remote expert service |
| JP2018053468A (en) * | 2016-09-27 | 2018-04-05 | 三谷セキサン株式会社 | Method and system for management of construction result of foundation piles |
| CN106803149A (en) * | 2017-01-17 | 2017-06-06 | 中铁上海工程局集团有限公司 | Bridge construction information acquisition management method |
| CN106886848A (en) * | 2017-01-17 | 2017-06-23 | 中铁上海工程局集团有限公司 | Bridge construction information acquisition management system |
| CN106919644A (en) * | 2017-01-17 | 2017-07-04 | 中交第二航务工程局有限公司 | bridge construction real-time monitoring system |
| CN107167179A (en) * | 2017-05-18 | 2017-09-15 | 中铁大桥科学研究院有限公司 | One kind is based on visual bridge health monitoring system and method |
| CN207424869U (en) * | 2017-12-06 | 2018-05-29 | 四川建筑职业技术学院 | A kind of bridge construction management system |
| CN108537463A (en) * | 2018-04-20 | 2018-09-14 | 中铁四局集团第三建设有限公司 | Cast-in-situ bridge support system construction monitoring system and method based on BIM |
| CN110008591A (en) * | 2019-04-04 | 2019-07-12 | 中国十七冶集团有限公司 | A kind of continuous rigid frame bridge construction management control method based on BIM |
| CN110245918A (en) * | 2019-06-15 | 2019-09-17 | 上海博联工程监理有限公司 | Project supervision monitoring and managing method and system based on BIM |
| CN110570329A (en) * | 2019-09-04 | 2019-12-13 | 四川智通路桥工程技术有限责任公司 | bridge construction overall process control and visual early warning system |
Non-Patent Citations (2)
| Title |
|---|
| 李红学等: "基于BIM的桥梁工程设计与施工优化研究", 《工程管理学报》 * |
| 邵华: "基于BIM的桥梁工程设计与施工优化", 《江西建材》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113094800A (en) * | 2021-04-29 | 2021-07-09 | 广东明正项目管理有限公司 | Method and system for supervising engineering quality in municipal engineering supervision |
| CN113094800B (en) * | 2021-04-29 | 2024-05-28 | 广东明正项目管理有限公司 | Engineering quality supervision method and system in municipal engineering supervision |
| CN117195339A (en) * | 2023-09-19 | 2023-12-08 | 北京梦诚科技有限公司 | Bridge construction state model construction method and device based on two-dimensional model |
| CN117195339B (en) * | 2023-09-19 | 2024-04-05 | 北京梦诚科技有限公司 | Bridge construction state model construction method and device based on two-dimensional model |
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